Failure of transversely isotropic rock under Brazilian test conditions-Reference-Cited by-同舟云学术

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Failure of transversely isotropic rock under Brazilian test conditions

Published:2014-09 Issue: Volume:70 Page:343-352
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Vervoort André,Min Ki-Bok,Konietzky Heinz,Cho Jung-Woo,Debecker Bjorn,Dinh Quoc-Dan,Frühwirt Thomas,Tavallali Abbass

Funder

Research Council of the KU Leuven

Korea Institute of Energy Technology Evaluation and Planning (KETEP)

Ministry of Trade, Industry & Energy, Republic of Korea

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Experimental study of brittle behavior of clay shale in rapid triaxial compression;Amann;Rock Mech Rock Eng,2012

2. Determination of deformability and tensile strength of anisotropic rock using Brazilian tests;Chen;Int J Rock Mech Min Sci,1998

3. Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist;Cho;Int J Rock Mech Min Sci,2012

4. Brazilian tensile strength tests on some anisotropic rocks;Dan;Int J Rock Mech Min Sci,2013

5. Two-dimensional discrete element simulations of the fracture behavior of slate;Debecker;Int J Rock Mech Min Sci,2013

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1. DEM analysis of the anisotropy effects on the failure mechanism of the layered concretes' specimens with internal notches;COMPUT CONCRETE;2024

2. Mechanical behavior of mixed-mode I-II fracture in deep laminated shale based on finite discrete element method;Theoretical and Applied Fracture Mechanics;2024-10

3. Effects of strain rate and bedding on shale fracture mechanisms;International Journal of Mechanical Sciences;2024-09

4. Reconsidering the Determination of the Tensile Strength of Orthotropic Rocks by Means of the Brazilian Disc Test;Rock Mechanics and Rock Engineering;2024-08-29

5. Optimising creep constitutive modelling of layered soft rocks using particle swarm method;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-08-27

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